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Home My WebLink AboutCARPORT INSTALLATIONFBC APPROVEU,', �stODUCTS LIST QA MAX. PRODUCT SUB CATEGORY MANUFACTURER APPROVAL EXPIRATION ALLOW. CATEGORY No. & DATE. WIND DATE SPEED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 180 26 Gauge AG Panel 10/116/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702:1-R5 03/14/27 180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS,. LLC FL17381.1-112 09/27/19 N/A 8x16 Flood Flap 10/03/17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND_ .META_ L COMPANY FL17996:3-R1 12/03/18 139 Series 402-14 '01129/18. EXTERIOR DOORS SWINGING ELIXIR DOOR_ AND METAL COMPANY . ' FL17996.5-R1 09/14/20 17.0 Series 407- 01/29/18 • EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888:1-R5 :. 12/31/18 180 Model203 - 10/06/17 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS: FL17499.1-R2 10/17/18.. 180 Model 185 SH 12/20/17 ' :. TABLE :. RAFTER FRAME, EIUD.POST; GROUND ANCHOR:AND_PANEL FASTENER SPACING. SPECIFICATIONS AVERAGE FASTENER. SPACING ON -CENTERS ALONG RAFTERS OR PURLI.NS, AND POSTS, OR GIRTS MAXIMUM . (INC HES) WIND ULTIMATE.: NOMINAL POST/ RAFTER - INTERIOR END RISK EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY CATEGORY. (MPH) . (MPH) - (FEET) POSTS/RAFTERS . POSTS/RAFTERS 110 TO 150 89 TO 116 5..0 6 6 C 151 TO 180 117 TO 1-39 . 4.0 6 6 -- -NOTES: 1: Specifications -applicable to 26 gauge.metal roof and Wall -panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof purlins. 2. Specifications applicable only for mean roof -height of 20 feet or less, and roof slopes of 7° to 27" (1.5:12 to 6:12 pitch). Spacing requirements for other. roof heights and/or slopes may vary. Y GROUND ANCHOWSCHEDULE ULTIMATE,WIND.SPEED (mph) - 11.0 A20 :130 :.140. 150. _ 1.60 ::170 .:180 -14 30".Anchor .. a� s 9, z 16 18 20 22 DetaillD=. 48' Anchor Detail 1 C n 24 .. m 26 28 30 60Anchor Det ho `. DETAILS 16 AND 1 D SHOWN ON SHEET 3 OF 4 GENERAL NOTES:.. i 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM,COMPONENTS AND CLADDING, DESIGN AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES; INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL,. INGRESS/EGRESS,' PRESSURE PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. (psfl 2. THESE STRUCTURES ARE.DESIGNED AS NON=HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD.OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, +27.3 / -62.5 INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT AbDITIONAL_LOADS ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING,' INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE' +27.3 ! 62:5 DUE TO THE APPLICATION OF ADDITIONAL. LOADS: 3• ALL STEEL TUBING SHALL BE 50 KSI. GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. N/A 4• .ALL. COMPONENTS AND CLADDING SHALL. BE INSTALLED. ACCORDING TO MANUFACTURER'S INSTALLATION. INSTRUCTIONS. +40.0 / -40:0 5. ALL FIELD' FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" S_ ELF DRILLING SCREWS WITHOUT.CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. +40:0 / -45.0 :, 6. _CONCRETE.SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH.OF 500 PSI AT 28. DAYS. THE REINFORCING STEEL SHALL BE MINIMUM.GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BERE I INFORCEQ.WITH 6X6=W1.4XW1 .4 WELDED WIRE FABRIC COMPLYING WITH-ASTM A 185, OR WITH. SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. +55.8 / -55.8 7• :BASE. RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6".OF EVERY POST LOCATION; AND BOTH SIDES OF OPENINGS. WHERE, +55.0 / -56.0 BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION, SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIGTYPE GROUND ANCHOR REQUIREMENTS. 8• CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITS MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9• POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLES. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6, MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1- OF THE FLORIDA BUILDING.CODE SIXTH EDITION.(2017).- BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF 1S ASSUMED. 11. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE.STEEL (TS): 12 GA.FRAMING IS 2-1/4"x 2-1/4" TS. CONCEALED. FASTENERS OR ATTACHMENTS_ _T ARE THE RESPONSIBILITY OF THE "-_rRut-z e CONTRACTOR OR RECORD ST. REVIEWED COUNTY BUILDING DIVISION _ - REVIEWED FOR COMPLIANCE% 1=T PLANS AND PE-RMIT MUST BE SITE OR NO INSPECTIONS) METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND. FASTENER SPECIFICATIONS .�t FOR CONSTRUCTION IN THE STATE OF FLORIDA THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO. ANY CORRECTIONS PREPARED FOR: REQUIRED BY FIELD INSPECTORS THAT CAROLINA CARPORTS, INC. MAY BE NECESSARY IN ORDER TO- P.O. BOX 1263 COMPLY WITH ALL APPLICABLE CODES. DOBSON, NORTH CAROLINA 27017 PREPARED BY.• BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEWYORK AVENUE DELAND, FLORIDA 32720 Certificate of Authoriiation No. 00005492 TON IOB BE MADE THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND.ARE IN ACCORDANCE WITH_THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH"EDITION (2017).-THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING ..CODE., . �i��Q� • : , • FLOG\� FSSIONP�'\ CAROLINA CARPORTS, INC. GENERIC PLANS FOR THE STATE OF FLORIDA 4/4/18 ME BECHTOL ENGINEERING 01010 REt NTS AND TE871NG, /na mtrn tm�o raeocv. miow a q. Am UUMS hmgo aW OMRR TB SHEET 1'0F 5 BOW FRAME R =R OPEN CARPORT - HORIZONTAI ' OF BOW FRAME RAFTER ENCLOSED BUILDING -HORIZONTAL ROOF BOI, �AME RAFTER UTILITY BUILDING )RIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) ENCLOSED LENGTH VARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL -END ELEVATION. TYPICAL SIDE ELEVATION TYPICAL.END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT -HORIZONTAL ROOF BOX EAVE.FRAME .RAFTER ENCLOSED BLDG -HORIZONTAL ROOF BOX SAVE FRAME. RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL UP. DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable (As applicable) S. s• s• F.ENCLOSED LENGTITVARIES 17 TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL.SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL, END ELEVATION. NOT TO SCALE NOT. TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT -VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX. EAVE FRAME RAFTER UTILITY BLDG - VERTICAL_ ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (AS applicable) (As applicable)_ — - s• _ ENG OSED LE G VARI Emil — TYPICAL SIDE ELEVATION TYPICAL.END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BECFIf O IN �a{ fIp A"rtjNG. INC. DI WgST '3'2/1VENUE D RIDADA 32720 CertlL A - __ dF Flodda'(ke W . CAROL ii kr 4 �&T% INC. GENERIC PLANS_ FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION 9m18 NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEERING RR NTS MU7 AND TEBTO A hm cars MO o rk O204bJrk AW Wmuus TMMW :Nabs RR G18001 ��°N 0p0��' A1Pf TB SHEET 2 OF 5 26 GAA ;ANIZED-METAL ROOF PANELS FASTS^__ 0RAFTERS _PER 'MANUFACTURER'S INSTALLATION INSTRUCTIONS 2 12 . 4 Q3 .24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH . i (2) #12-14-x 3/4' SDF§,AT w - EACH END.(4 PER BRACE) m 24' MAxIMUMRAFrER SPAN.ON SINGLE RAFTER - 124' TO w RAFTER SPAN REQUIRES ATRUSSED RAFTER p A$ SHOWN ON THIS SHEET .4 TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS SEE SEE TABLE 1 TABLE.1 SHEET' SHEET 1 OF 5 3 3' 10F5- q TYPICAL RAFTER/POST FRAMING PLAN BOW FRAME: TYPICAL RAFTER/POST FRAMING PLAN - BOX CAVE NOT. TO SCALE NOT TO SCALE SEE .TABLE 1 OPENING FOR SWINGING .. SHEET' DOOR WITH NONSTRUCTURAL 7.. 1 OF 5 HEADER 5 88 �9] 11 n n ` 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 2. 12 .. 4. Q3 ZV 16 GA U-CHANNEL BRACE FASTENED TO'RAFTER WITH (2j #12=14 x 3/4' SOPS AT EACH END (4 PER BRACE) j R 24' MAXIMUM RAFTER SPAN.ON SINGLE RAFTER' >24' TO 30' RAFTER SPAN REQUIRES SOPS RAFTER Q AS SHOWN ON THIS SHEET• ' TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX-EAVE'- HORIZONTAL ROOF NOT TO SCALE " LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTER,' Q � 0 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS - 1-1/2 18:GAUGE FURRING CHANNEL (PURLIN) 2 4 24" 16 GA U-CHANNEL BRACE _ FASTENED TO RAFTER WITH w (2) #12-14 x 3/4' SDF'S AT EACH END (4 PER BRACE) 24' MAXIMMUM RAFTER SPAN ON SINGLE RAFTER >24' T.O 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER O AS SHOWN'ONTHISSHEET ' .TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO.SCALE 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48, O.C. 6 -1 SEE TABLE 1. SHEET 3,. 1OF5 4 LENG .VARIES DEPENDING ON NUMBER' AND.SPACING OF RAFTERS �I TYPICAL POST/RAFTER FRAMING'PLAN - VERTICAL ROOF. NOT TO SCALE TYPICAL BOIRLRAFTER GABLE. END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE ------ 4- � q � � � 4' � 13 MAX. OPENING RROLL-UPDOOR s 4 -�� 24" 16 GA U-CHANNEL BRACE 2 TH SrRuOTURAC a a a�a..s FASTENED TO RAFTER WITH q HEADER - swwcacooaR(2) q #12-14 x3/4' SELF -DRILLING L12' 12 MAX. OPENING FOR "fNNON SCREWS AT EACH END(TYPICAL) ROLUUP.DOOR WITH S'HMER (4 PER BRACE) q g q. 5 5 q NONSTRUCTURAL 4 1 q - q q - q. - - q .4 HEADER. _ 4 .. 4 . 3.. 3 1.. 1. 4. - .4 A A, q. .q .OPENING FOR WINDOW WITH - - • - - - - - . TYPICAL SIDE WALL OPENING$ FRAMING PLAN NONSTRUCTURAL HEADER AND WINDOW RAIL TYPICAL - - ROOF EXT EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION - . (Al so applicable to End Wails) END WALL -OPENINGS POST/RAFTER FRAMING PLAN TYPICAL LEAN-TO OPTIONS FRAMING(BOTH NOT TO SCALE NOT TO SCALE .'PLAN :OPTIONS SHOWN) FULL 6" WELD BOTH SIDES WELD ALL WEB CONNECTIONS, BOTH SIDES OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE WELD ALL WEB CONNECTIONS, BOTH SIDES OPTIONAL 24'-'l TO 30' TRUSSED NOT TO SCALE NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TOIS APPLICABLE TO 24" 16 GA U-CHANNEL BRACE (5' TO T POST) BECHT CIS n 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 30" D A !y TO MAX. 45° FROM HORIZOce NTAL FULL 6° WELD BOTH SIDES 4 - BOX.EAVE LEAN-TO FRAMING PLAN NOT TO SCALE ND TESTING; INC. i Yl CAgb, l4KTOR `ITS, INC. GENERIC PL 9 STATE OF FLORIDA 3/7/18 ME BECHTOL E'NGINEER/NG a .RR MS AND IMUNG, Im G18001 co�nrNa, rmraaNra. mmV nlvwolAlWra. AMWronus 7¢nNs txm&FR, � . SHEET 3.OF 5 INSTALL 1/2' x MINIMUM 6-1/2EXPANSION ANCHOR THROUGH BASE RAILWITHIN 6' OF EACH RAFTER POST ALONG SIDES AND WITHIN 6- OF EACH END \\ WALL POST ALONG END WALL SECTIONS 4"MINIMUM -.1 1 -2- MINIMUM MINIMUM 2c1/2• EMBEDMENT j:. 12• MONOLITHIC CONC. F.60TING.(2500 PSI MIN.) REINFORCED WITH 2 #TS CONTINUOUS CONCRETE. BASE RAIL ANCHORAGE • � Not To Scale ' DRILL 5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER THROUGH=90LT Li MINIMUM 4" - INSTALL 1/2' x MINIMUM 5-1/Y EXPANSION ANCHOR THROUGH BASE RAIL WITHIN e OF EACH RAFTER POST ALONG SIDES MIN. 6- MINIMUM 2-1/2' EMBEDMENT MINIMUM 4" CONTINUOUS 4- CONCRETE PAVEMENT �BECONCRETE �ASE�RAIL�ANQH®RA�GE- NotToScale (OPTI WASHERS 24" 16 GA U-CHANNEL BRACE_ (IT TO T POST) 46' 16 GA U-CHANNEL BRACE (&-TO 14' POST) -TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45' BASE RAIL TO MAX. 60- FROM HORIZONTAL NIPPLE TO .. 3 RAFTER (SEE GROUND ANCHOR . SCHEDULE, SHEET.1 OF5, FOR REQUIRED.ANCHOR) CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR �� CONCRETE BASE RAIL.ANCHORAGE. c Not To Scale (OPEN CARPORTS WHERE SLABEDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER T$ END POST OR DOOR/ / WINDOW FRAME POST TS BASEtWINDOW RAILOR NON-STRUCTURAL HEADER 1(12 GA IF ROLL -UP DOOR FRAME) 2'x2'x2' .16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14.x 3/4' SDF's, (2) ON . TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN'. DETAIL V Not To Scale RAFTER. j �LONG TO S POST - SECURE POST •f0 NIPPLE WITH (4)#12-14 x 3/4' SDFs' - TS RAFTER POST � BOX .EAVE:RAFTER/POST, DETAIL �r�. Not To Scale TS RAFTER POST 1-1/2' x 1-1/2"x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP, (2) ON SIDE ITS CONTINUOUS BASE RAIL (�_ ND POST/BASE RAIL CONN. Not To Scale DRILL 5/8' HOLE THROUGH THE 2' WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 10 DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EYE ANCHOR 5/8' ROD 48" LONG WITH 6' HELIX OR 5/8• ROD 60' LONG (SEE GROUND ANCHOR WITH 7' HELIX, :SCHEDULE,.SHEET 1 OF 5, AS APPLICABLE FOR APPLICABILITY) C BASE RAIL, DEEP ANCHORAGE Not To Scale , DRILL 5/8' HOLE THROUGH THE • _ _ 1 BASE RAIL AND SECURE TO ANCHOR EYE WITH 11Z DIAMETER THROUGH= 3OLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE. WASHERS -TS CONTINUOUS BASE RAIL EYE ANCHOR U (SEE GROUND ANCHOR 5/8' ROD 21T LONG SCHEDULE; SHEET 1 OF 5, WITH DBL 4- HELIX FOR APPLICABILITY)' D BASE RAIL ANCHORAGE .Nat To Scale TS BOW RAFTER NO SCREWS REQUIRED IN BOW BEND 5' 4116 GA U-CHANNEL BRACE (5'TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) 9-1/2° BRACE ANGLE SHALLBE MIN. 45° TO MAX. 60' FROM HORIZONTAL - NIPPLE.TO 3J16", BASE RAIL 6, 3" 3• 6- LONG TS NIPPLE - SECURE RAFTER AND, POST TO 'NIPPLE WITH (4) #12-14 x 314" TS RAFTER POST SELF -DRILLING -FASTENERS BOW RAFTER/POST DETAIL Not To Scale -TS POST (12 GA IF ROLL -UP DOOR FRAME) �_RAIIJGIRT 2" xT x 2" 16 GA ANGLE CLIP SECURE TO POST ANDTOP OF /HEADER, OR BOTTOM OF WINDOW WITH (4).#12-14 x 3/4' SDF's (2) ON TOP OR BOTTOM, (2) ON SIDE TS NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) WINDOW RAIL OR GIRT R VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW �� RAIL, OR GIRT TO POST CONK. DETAIL Not To Scale 6' LONG TS NIPPLE SECURE POST TO.NIPPLE WITH (4) #12* 44 x 3/4" SDPs —TS RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL J TNt To Scale 11111111111//�� B� , NLwE I KAVEN EG ,srING, INC. CQMA �t88eatp L RIDA 32720 O� G F�t P,E OF tA�CAnse o. E •. `U r�� ... �ORlgP 'rt� ///1NA ,111110 111 CAROLINA CARPORTS; INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 3/7/18 BECHTOL,ENG/NEER/NG RRAU/ Nrs AND 7E87/NA hm RR- '"OLpa' G18001 edisnnNQ trarrci,004„ wm6HYorra: Aro W>aaushsnNo o _ .. o.�.rawa�mremom�m _ TB SHEET 4-OF 5 -NIPPLE TO 3/16' DBL. HDR. TS RAFTER POST •• 6' LONG TS NIPPLE SECURE' EACH WITH (4) #12-14 x 3/4' •• 6" LONG TS NIPPLE SELF -DRILLING FASTENERS 2"x2"x2" 16 GA ANGLE CLIP SECURE EACH WITH ' LONG TS NIPPLE SECURE TO POST AND (4) #12-14 x3J4° 1/8" SECURE WITH (4) #12-14 x,3/4' 12 GA TS POST RAFTER WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS SELF -DRILLING FASTENERS SDPs, (2) ON BOTTOM, (2) ONSIDE i o i OR . 21x4" 16 GA PLATE r i TS BASE RAIL SECURE TO EACH SIDE OF 0 0� TS END POST POST/RAFTER CONNECTION - - 2 GA DOUBLETS HEADER i . " WITH (4) #12-14 x 3/4" SDPs, LJ LJ (2) ON POST,. (2) ON RAFTER. 2 GA TS POST 3J16" NIPPLE TO DBL. HDR. 3J16' NIPPLE TO BASE RAIL ° END POST/RAFTER CONN., DETAIL 7 . RAFTER . ST/pBL. HEADER DETAIL. P.OST/HEADER DETAIL .Not RAFTER POST/BASE BASE To Scale $ 't R�AFTER RAIL.CONNECTION DETAIL To Scale � � Not o Sca e T 1 1-112'.x.1-1/2"x 2' 16 GA CLIP ANGLE SECUR6TO RAFTER POST.AND GABLE RAIL WITH (4) #12-14 x 3J4' SDPs, TS RAFTER POST TOP AND BOTTOM ' . NIPPLE TO 3/16" . 6" LONG TS NIPPLE RAFTER SECURE WITH (4) #12 14 x 3/4" SDPs 4 2"x4" 16 GA PLATE (ON E'REQUIRED) TS RAFTER 1T LONG TS'NIPPLE. SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION ]-'172" x 1-1/2" z 2.16 GA CLIP SECURE POST TO NIPPLE WITH (4) #12-14 3J4" SDPs,. - ANGLE SECURE TO RAFTER . WITH 14 x H (4) #.12- 3/4" SDPs, -- (2) ON POST, (2 ) ON RAFTER AND GABLE RAIL WITH (4).. 1 1/2z.11/2'x2 - ". 16 GA CLIP ANGLE_ #12-14 x 3/4" SDPs, (2) ON TOP, SECURE TO RAFTER AND GABLE _--� TS LEAN-TO RAFTER 2 1-1/2"- x 1-1/2" x 2" 16 GA O ON BOTTOM WITH (TO 12 RAIL WI 14 z 3/4" SDPs, (2) ON' P �(2) ON BOTTOM _ ° ' i i .• • CLIP ANGLE SECURE TO p RAFTER POST AND GABLE RAiL WITH (4) #12-14 x 314" SDPs (2) ON TOP, (2) ON SIDE TS GABLE RAIL ° 24' 16 GA U=CHANNEL. BRACE (5' TO T POST) 2°x2'x2" 16 GA ANGLE -CLIP TS RAFTER POST 6° LONG TS. NIPPLE .. 4W 16 GA U-CHANNEL BRACE(8' TO 14' POST) 'SECURE TO POST AND SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45° RAFTER WITH (4) 412-14 x 314" TO NIPPLE WIT.H.(4) #12,14 x 3/4: TO MAX. 60'. FROM HORIZONTAL SDPs; (2) ON RAFTER, GABLE:RAIL TO RAFTER POST SELF -DRILLING FASTENERS . - 'TSRAFTER.POST TS RAFTER POST (2) ON POST' �;ONNECTION-DE-T-AIL- SIDE -EXTENSION ,•, Not To Scale GABLE RAIL TO RAFTER POST POST LEAN—TO RAFTER CONN. DETAIL. RAFT E fVP DETAIL 13 CONNECTION EC TION DETAIL .OS. 12 � Not To scale. - \ %�NotToScale Not To Scale - J BECH�L 1I G, INC.. �� SflN 605 y6RK�ENlS�� 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO DeIAPtD.,�O RIDA 32720"t �` i Certt�at6�f EACH RAFTER WITH (2) #12-14 x 3/4" SDF AiAhortretlon N . 2" SPACED NOT MORE THAN 48" O.C. O. f = 2-1/4" FOR 26 GA. METAL ROOF PANEL 12 GA FRAMING K/ 2-1/2'. FOR 14GAFRAMING FCOR% �� 16 GAUGE .U-CHANNEL BRACE TS RAFTER ��/ONA� 111111 FASTENED TO THE POST AND RAFTERWITHjACHE D:(4 ERBRDP) AT EACH END (a PER BRACE) ROOF CAROLINA CARPORTS, INC. PANEL ATTACHMENT BRACE_ SECTION (ALTERNATE FOR VERTICAL ROOF PANELS GENERIC PLANS FOR USE IN THE STATE OF FLORIDA Not To Scale Not To Scale rma mBECHTOL ENG/NEEMNG O ""K 3/7/18 ' AND 7EMNa I= ' RR NTS CotsutNvo ,oxrtt�Nxu, emxa�ra•,us 4nmRuas TEEM WdNe7s qra ru ��o RR ""'��TB `""M° G18001 SHEET .5OF5